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About This Item
Full Description
During an earthquake, moments transferred at flat plate-column connections can produce significant shear stresses that increase their vulnerability to brittle punching shear failure. This guide provides recommendations for designing flat plate-column connections with sufficient ductility to withstand reversals of lateral drift without punching shear failure or loss of moment transfer capacity. Reinforced concrete flat plates with or without post-tensioning are discussed in this guide.
Document History
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ACI 421.2-21
currently
viewing
Seismic Design of Punching Shear Reinforcement in Flat Plates-Guide- Most Recent
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ACI 421.2R-10
Guide to Seismic Design of Punching Shear Reinforcement in Flat Plates- Historical Version
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ACI 421.2R-07
Seismic Design of Punching Shear Reinforcement in Flat Plates- Historical Version